Performance Evaluation of Deteriorating Highway Bridges Located in High Seismic Areas

Author:

Alipour Azadeh123,Shafei Behrouz123,Shinozuka Masanobu123

Affiliation:

1. Postdoctoral Scholar, Dept. of Civil and Environmental Engineering, Univ. of California, Irvine, CA 92697 (corresponding author).

2. Postdoctoral Scholar, Dept. of Civil and Environmental Engineering, Univ. of California, Irvine, CA 92697.

3. Distinguished Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Irvine, CA 92697.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Reference43 articles.

1. Capacity loss evaluation of reinforced concrete bridges located in extreme chloride-laden environments

2. American Concrete Institute (ACI). (2008). “Building cde rquirements for sructural cncrete and cmmentary.” ACI-318 Farmington Hills MI.

3. Andrade C. Alonso C. Garcia D. and Rodriguez J. (1991). “Remaining lifetime of reinforced concrete structures: Effect of corrosion in mechanical properties of the steel Life prediction of corrodible structures.” Proc. Int. Symp. of the National Assoc. of Corrosion Engineers (NACE) Houston TX.

4. Cover cracking as a function of rebar corrosion: Part I: Experimental test;Andrade C.;Mater. Struct.,1993

5. Applied Technology Council (ATC). (1985). “Earthquake damage evaluation data for California.” ATC-13 Redwood City CA.

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